HomeMy WebLinkAboutFargo Consultants, Inc. - 2/3/2017F.ZGD
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FATWO CONSULTANTS, INC.
2324 FAbens Rd. - Dallas, Texas 75225
Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I oft
Tested For: JLB Partners, LP Date Performed: 2/3/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M16-4962
Grapevine, Texas
Density and Moisture: Per ASTM D-6938 Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission Gauge Model: HS-5001EZ
Probe Depth: 8 Inches
Moisture -Density Relations
Proctor No.
Material Description
Opt. MC(%) Max DD (pcfi DD Range (%) MC Range
1 Light Gray
SANDY CLAY
18.9
105.5
93 to 98
at least+4
3 Light Gray
and Tan and Brown SANDY CLAY (mix)
19.3
103.1
93 to 98
at least +4
4 Dark Brown and Tan and reddish Brown CLAY (mix)
22.4
96.8
93 to 98
at least +4
5 Reddish
Brown SANDY CLAY with Brown and Tan CLAY (mix)
16.8
106.1
93 to 98
at least +4
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent Percent
No.
/Lift
Location
No
(pcfi
Moisture Density
575
6TH
BLDG. PAD 12 GRID POINT G.4-32 8 (N, SITE GRID)
5
99.6
22.1
93.9
576
7TH
BLDG, PAD 12 GRID POINT G.8-32.5 (N. SITE GRID)
3
99.4
23.3
96.4
577
6TH
BLDG. PAD 12 GRID POINT H.4-29 (N. SITE GRID)
5
998
22
94.1
578
7TH
BLDG- PAD 12 GRID POINT H.1-29.4 (N. SITE GRID)
3
97.4
235
94.5
579
8TH
BLDG. PAD 12 GRID POINT G,8-32.6 (N. SITE GRID)
1
98.1
23
93
580
9TH
BLDG- PAD 12 GRID POINT G-32.4 (N. SITE GRID)
3
97,9
23.9
95
581
8TH
BLDG. PAD 12 GRID POINT H.1-29-6 (N. SITE GRID)
3
97.1
24.2
94.2
582
9TH
BLDG. PAD 12 GRID POINT H.6-29.7 (N. SITE GRID)
1
98.6
23.2
93.5
583
10TH
BLDG PAD 12 GRID POINT G..4-32.6 (N. SITE GRID)
4
91.4
26.9
94.4
584
11TH
BLDG PAD 12 GRID POINT G-6-32-1 (N. SITE GRID)
3
98.6
23.3
95.6
585
10TH
BLDG PAD 12 GRID POINT H.3-29.4 (N. SITE GRID)
1
99.8
23.4
94.6
586
11TH
BLDG- PAD 12 GRID POINT H.4-29.3 (N. SITE GRID)
3
97.2
24.1
94.3
587
12TH
BLDG- PAD 12 GRID POINT G-32 (N. SITE GRID)
3
98.7
23.5
95.7
588
13TH
BLDG. PAD 12 GRID POINT G.7-32.4 (N. SITE GRID)
3
99.8
23.3
96.8
589
12TH
BLDG. PAD 12 GRID POINT H.4-29.9 (N. SITE GRID)
1
99.1
23.3
93.9
590
13TH
BLDG. PAD 12 GRID POINT H-6-29.9 (N. SITE GRID)
1
99.4
22.9
94.2
591
7TH
BLDG. PAD 13 GRID POINT H 4-22.4 (N. SITE GRID)
3
98.3
24.8
95.3
The information and results shown on this report are for the exclusive use of the client and the client's designated recipients on file in our office. Test results are based
on data obtained from specific samples tested at particular locations noted and are not indicative of the qualities of apparently identical or similar specimens, composition,
performance, etc. The use of our name and test results must receive our written approval. Reports must be reproduced in their entirety.
Geotechnical Engineering • Construction Materials Testing • Environmental Servicer
www.dallasfarfo.com
W 2324 habens Rd. - Dallas, Texas 75225
3%nanao UONOEa
�,NO. Tel. 214-352-4100 Pax. 214-352-4811
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo al'rsullanls, Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines. JX""
Test locations are referenced using an in-house system and are approximate.
Zwy Moore, CET
erials Testing Division
The information and results shown on this report are for the exclusive use of the client and the client's designated recipients on file in our office. Test results are based
on data obtained from specific samples tested at particular locations noted and are not indicative of the qualities of apparently identical or similar specimens, composition,
performance, etc. The use of our name and test results must receive our written approval. Reports must be reproduced in their entirety.
Geotechnical Engineering • Construction Materials Testing • Environmental Services
mvm. dallasfarfo. com
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB
Partners, LP
Date Performed: 2/3/2017
Project Name:
Grapevine Bluff Apartments
Fargo Job No.
M16-4962
Grapevine, Texas
Density and Moisture:
Per ASTM D-6938
Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission
Gauge Model: HS-5001EZ
Probe Depth: 8 Inches
Test
Elevation
Proctor
DryDensity
Percent Percent
No.
ILift
Location
No.
(Pcf)
Moisture Density
592
8TH
BLDG. PAD 13 GRID POINT H.8-22.7 (N. SITE GRID)
1
99.9
23.5
94.7
593
7TH
BLDG. PAD 13 GRID POINT G.7-20.6 (N. SITE GRID)
3
95.9
25
93
594
8TH
BLDG PAD 13 GRID POINT G-20.3 (N. SITE GRID)
3
96.1
24.3
93.2
595
9TH
BLDG. PAD 13 GRID POINT H.1-22,4 (N. SITE GRID)
1
99.3
23.4
94.1
596
10TH
BLDG, PAD 13 GRID POINT H.6-22.9 (N. SITE GRID)
1
100.1
22.9
94.9
597
9TH
BLDG. PAD 13 GRID POINT G.4-20.4 (N. SITE GRID)
3
96.4
248
93.5
598
10TH
BLDG PAD 13 GRID POINT G.6-20.1 (N. SITE GRID)
3
96
24.4
93.1
599
11TH
BLDG. PAD 13 GRID POINT H-22 (N. SITE GRID)
3
96.8
24
93.9
600
12TH
BLDG. PAD 13 GRID POINT H.4-22.7 (N. SITE GRID)
3
97.3
24.6
94.4
601
11TH
BLDG. PAD 13 GRID POINT G.6-20.6 (N SITE GRID)
3
97.7
23.8
94.8
602
12TH
BLDG. PAD 13 GRID POINT G.8-20.7 (N. SITE GRID)
3
96.5
24.1
93.6
603
13TH
BLDG, PAD 13 GRID POINT G.4-20.2 (N. SITE GRID)
3
96.3
24.7
93.4
604
13TH
BLDG. PAD 13 GRID POINT H.6-22.1 (N. SITE GRID)
1
99.3
23.2
94.1
605
SG
BLDG. PAD 13 GRID POINT 1.4-24.6 (N. SITE GRID)
4
90
26.9
93
606
SG
BLDG. PAD 13 GRID POINT J-20 (N. SITE GRID)
3
98.2
24
95.2
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo al'rsullanls, Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines. JX""
Test locations are referenced using an in-house system and are approximate.
Zwy Moore, CET
erials Testing Division
The information and results shown on this report are for the exclusive use of the client and the client's designated recipients on file in our office. Test results are based
on data obtained from specific samples tested at particular locations noted and are not indicative of the qualities of apparently identical or similar specimens, composition,
performance, etc. The use of our name and test results must receive our written approval. Reports must be reproduced in their entirety.
Geotechnical Engineering • Construction Materials Testing • Environmental Services
mvm. dallasfarfo. com